https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/242410/ram-ss-diaphragm-forces-to-design-deck-attachmentI have rigid diaphragms at each level with 8 moment frame beam lines in the Y direction and 4 moment frame beam lines in the X direction. I have Loads and Applied Forces report that shows the diaphragm forces at each level. What is the best way to extracten-USTelligent Community 12https://communities.bentley.com/thread/755874?ContentTypeID=1Fri, 03 Mar 2023 16:35:32 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:877ce192-27aa-4b64-8840-562d919a0e63Seth Guthrie<p>If the diaphragm is rigid then there is no internal diaphragm force reporting, so you&#39;ll probably want to use frame story shear reports to get the effective diaphragm to frame transfer forces. See:&nbsp;&nbsp;<a href="https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/8430/ram-frame---building-and-frame-story-shear">RAM Frame - Building and Frame Story Shear</a>&nbsp;&nbsp;</p><div style="clear:both;"></div>